苏莱曼尼亚市集中污水处理厂优选选址的地理空间分析模型

Shakhawan Majed, Z. Ghafour
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摘要

苏莱曼尼亚市没有污水处理厂(WWTP),污水未经处理就排入一条河流(齐亚山河)。由于人口增长率高,废水处理问题一直是许多发展中国家关注的主要问题。本研究的目的是在苏莱曼尼亚市寻找污水处理厂的最佳位置。这个城市由三个主要区域组成,它们是;苏莱曼尼亚中部,巴克拉霍,拉帕林和塔斯卢贾。将模糊层次分析法(FAHP)与GIS相结合,应用线性组合多准则决策模型(MCDM)。在GIS模型中,使用了9个合适的标准;到农业区的距离、到水井的距离、到排污口的距离、到主要道路的距离、地区坡度、地区高程、到水体的距离、到地下水位的深度以及到工业区的距离。此外,考虑了两个限制层;与住宅区的距离以及与其他建筑物的距离,例如;教育大楼、体育中心、商业区和机场。限制距离的缓冲距离取1220米。利用层次分析法求出线性组合方程中合适准则的权重。结果给出了5种最终的适宜分类;不适宜、低适宜、中等适宜、高度适宜、极适宜。
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Geospatial Analysis Model for Locating Optimum Centralized Wastewater Treatment Plant for Sulaimania City
Sulaymaniyah city has no wastewater treatment plant (WWTP) and the sewage is discharged into a stream (Qilyasan Stream) without treatment. Wastewater disposal problem has been a major concern in many developing countries because of the high rate of population growth. The aim of this study is to find the best location for a wastewater treatment plant in Sulaymaniyah city. The city consists of three major areas which are; Sulaymaniyah Central, Bakrajo, Rapareen, and Tasluja. Linear combination Mulita Criteria Decision Model (MCDM) is applied using GIS integrated with Fuzzy Analytic Hierarchy Process (FAHP). In the GIS model nine suitable criteria are used; distance to the agricultural areas, distance to the wells, distance to the sewer outlets, distance to the main roads, the area slope, the area elevation, distance to the water body, depth to the groundwater table and distance to the industrial area. Moreover, two restricted layers are considered; the distance from the residential areas and the distance from other buildings such as; educational buildings, sports centers, commercial areas, and the airport. The buffer distance of the restricted distances is taken 1,220 m. FAHP is used to find the weights of the suitable criteria that applied in the linear combination equation. The result showed five final suitable classifications; not suitable, low suitable, moderately suitable, highly suitable, and extremely suitable.
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